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| <!-- Edit the part above to update info on other papers --> | | <!-- Edit the part above to update info on other papers --> |
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| == ENTRAINH == | | ==Introduction== |
| __TOC__
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| ===Introduction=== | | == History == |
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| === History === | | == Papers == |
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| === Papers === | | == Issues == |
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| === ENTRAINH Questionnaire === | | == Help == |
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| ==== Contact Information ==== | | == Input Files == |
| {| class="wikitable"
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| | class="model_col1"| Model:
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| | class="model_col2"| ENTRAINH
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| |-
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| | class="model_col1"| Contact person:
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| | class="model_col2"| Rudy Slingerland
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| |-
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| | class="model_col1"| Institute:
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| | class="model_col2"| Penn State University
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| |-
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| | class="model_col1"| City:
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| | class="model_col2"| University Park
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| |-
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| | class="model_col1"| Country:
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| | class="model_col2"| USA
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| |-
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| | class="model_col1"| Email:
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| | class="model_col2"| sling@geosc.psu.edu
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| |-
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| | class="model_col1"| 2nd person involved:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| 3rd person involved:
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| | class="model_col2"| --
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| |}
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| ==== Model description ==== | | == Output Files == |
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| {| class="wikitable"
| | == Download == |
| | class="model_col1"| Model type:
| | === Source-Code Snapshots === |
| | class="model_col2"| Single model for the terrestrial domain.
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| |-
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| | class="model_col1"| Description:
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| | class="model_col2"| Calculates the critical Shields Theta for the median size of a distribution and then calculates the critical shear stress of the ith, jth fraction using a hiding function
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| |}
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| | |
| ==== Technical information ====
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| {| class="wikitable"
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| | class="model_col1"| Supported platforms:
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| | class="model_col2"| Unix, Linux, Mac OS X, Windows
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| |-
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| | class="model_col1"| Programming language:
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| | class="model_col2"| Fortran77
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| |-
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| | class="model_col1"| Model development started at:
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| | class="model_col2"| 1992 and ended in 1994
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| |-
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| | class="model_col1"| To what degree will the model become available:
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| | class="model_col2"| Source code will be available
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| |-
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| | class="model_col1"| Current license type:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| Memory requirements:
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| | class="model_col2"| <512MB
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| |-
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| | class="model_col1"| Typical run time:
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| | class="model_col2"| a few seconds
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| |}
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| | |
| ==== Input / Output description ====
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| {| class="wikitable"
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| | class="model_col1"| Input parameters:
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| | class="model_col2"| Boundary Reynolds Number, D50 of the bed, Shields Theta for D50 size fraction, median diameters of the other bed size fractions
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| |-
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| | class="model_col1"| Input format:
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| | class="model_col2"| ASCII
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| |-
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| | class="model_col1"| Output parameters:
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| | class="model_col2"| Critical shear stress for entrainment of a noncohesive grain from a mixed size-density bed
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| |-
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| | class="model_col1"| Output format:
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| | class="model_col2"| ASCII
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| |-
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| | class="model_col1"| Post-processing software (if needed):
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| | class="model_col2"| no
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| |-
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| | class="model_col1"| Visualization software (if needed):
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| | class="model_col2"| Yes, any software that can read ASCII data
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| |}
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| | |
| ==== Process description ====
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| {| class="wikitable"
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| | class="model_col1"| Processes represented by model:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| Key physical parameters & equations:
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| | class="model_col2"| Uses Komar or Egiazaroff formulations for calculating the Shield's critical shear stress of the ith size and jth density fraction of a heterogeneous size-density bed
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| |-
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| | class="model_col1"| Length scale & resolution constraints:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| Time scale & resolution constraints:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| Numerical limitations and issues :
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| | class="model_col2"| --
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| |}
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| | |
| ==== Testing ====
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| {| class="wikitable"
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| | class="model_col1"| Available calibration data sets:
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| | class="model_col2"| See Slingerland et al. (1994)
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| |-
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| | class="model_col1"| Available test data sets:
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| | class="model_col2"| --
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| |-
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| | class="model_col1"| Ideal data for testing:
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| | class="model_col2"| --
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| |}
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| | |
| ==== User groups ====
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| {| class="wikitable"
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| | class="model_col1"| Currently or plans for collaborating with:
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| | class="model_col2"| None
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| |}
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| | |
| ==== Documentation ====
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| {| class="wikitable"
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| | class="model_col1"| Key papers of the model:
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| | class="model_col2"| Slingerland, R.L., K. Furlong and J. Harbaugh, 1994. Simulating Clastic Sedimentary Basins/Physical Fundamentals and Computing Procedures , Prentice Hall, Englewood Clifss, NJ:219 pp.
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| |-
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| | class="model_col1"| Is there a manual available:
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| | class="model_col2"| no
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| |-
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| | class="model_col1"| Model website if any:
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| | class="model_col2"| ftp://ftp.geosc.psu.edu/sling/SimSedBasinsBook/
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| |}
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| | |
| ==== Additional comments ====
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| {| class="wikitable"
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| | class="model_col1"| Comments:
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| | class="model_col2"| --
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| |}
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| === Issues ===
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| === Help ===
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| === Input Files ===
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| === Output Files ===
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| === Download ===
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| ==== Source-Code Snapshots ====
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| ''Entrainh'' is not a stand-alone model but is part of [[Model:MIDAS |''Midas'']]. You can obtain it by downloading the ''Midas'' distribution and grabbing <tt>entrainh.f</tt> from it. | | ''Entrainh'' is not a stand-alone model but is part of [[Model:MIDAS |''Midas'']]. You can obtain it by downloading the ''Midas'' distribution and grabbing <tt>entrainh.f</tt> from it. |
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| === Source ===
| | == Source == |
| ==== Source Code ====
| | === Source Code === |
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| ''Entrainh'' is not a stand-alone model but is part of [[Model:MIDAS |''Midas'']]. You can obtain the source code through the ''Midas'' repository or view the most recent version here: [https://csdms.colorado.edu/svn/midas/trunk/entrainh.f https://csdms.colorado.edu/svn/midas/trunk/entrainh.f]. | | ''Entrainh'' is not a stand-alone model but is part of [[Model:MIDAS |''Midas'']]. You can obtain the source code through the ''Midas'' repository or view the most recent version here: [https://csdms.colorado.edu/svn/midas/trunk/entrainh.f https://csdms.colorado.edu/svn/midas/trunk/entrainh.f]. |
